Experimental evaluation of joints using thin steel angles for wood structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60460709%3A41320%2F16%3A68492" target="_blank" >RIV/60460709:41320/16:68492 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.15376/biores.11.1.33-43" target="_blank" >http://dx.doi.org/10.15376/biores.11.1.33-43</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.15376/biores.11.1.33-43" target="_blank" >10.15376/biores.11.1.33-43</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental evaluation of joints using thin steel angles for wood structures

Popis výsledku v původním jazyce

The load-bearing capacity of joints using thin steel elements for wood buildings was considered. Six variants of a specific type of joint consisting of two wood elements in a ceiling structure joined by steel angles were experimentally tested. These variants differed in utilization of nails as well as screws (of various lengths) for wood. Another observed factor was the percentage of holes filled in the angles. In this work the percentage of holes filled means how many of the holes in the steel angles were filled by nails/screws. The evaluation characteristic was the maximum loading force at the breaking point. Based on the results, a set of recommendations for designing a specific type of joint with steel angles was formulated. The results showed that during loading of the joints, tensile stresses occur in the direction perpendicular to the fibers, which causes a failure of the wood parts of the joints.

Název v anglickém jazyce

Experimental evaluation of joints using thin steel angles for wood structures

Popis výsledku anglicky

The load-bearing capacity of joints using thin steel elements for wood buildings was considered. Six variants of a specific type of joint consisting of two wood elements in a ceiling structure joined by steel angles were experimentally tested. These variants differed in utilization of nails as well as screws (of various lengths) for wood. Another observed factor was the percentage of holes filled in the angles. In this work the percentage of holes filled means how many of the holes in the steel angles were filled by nails/screws. The evaluation characteristic was the maximum loading force at the breaking point. Based on the results, a set of recommendations for designing a specific type of joint with steel angles was formulated. The results showed that during loading of the joints, tensile stresses occur in the direction perpendicular to the fibers, which causes a failure of the wood parts of the joints.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JJ - Ostatní materiály

OECD FORD obor

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Projekt

<a href="/cs/project/QJ1330233" target="_blank" >QJ1330233: Příprava legislativních, hospodářsko-úpravnických, mysliveckých a pěstitelsko-ochranářských rámců jako nástrojů adaptace lesního hospodářství na změny přírodních a společenských podmínek</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

BioResources

ISSN

1930-2126

e-ISSN

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Svazek periodika

11

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

11

Strana od-do

33-43

Kód UT WoS článku

000367732700007

EID výsledku v databázi Scopus

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